KR100293688B1 - Culvert - Google Patents
Culvert Download PDFInfo
- Publication number
- KR100293688B1 KR100293688B1 KR1019980031447A KR19980031447A KR100293688B1 KR 100293688 B1 KR100293688 B1 KR 100293688B1 KR 1019980031447 A KR1019980031447 A KR 1019980031447A KR 19980031447 A KR19980031447 A KR 19980031447A KR 100293688 B1 KR100293688 B1 KR 100293688B1
- Authority
- KR
- South Korea
- Prior art keywords
- culvert
- unit
- support member
- contact
- culvert unit
- Prior art date
Links
- 238000009434 installation Methods 0.000 abstract description 10
- 239000011440 grout Substances 0.000 description 5
- 238000002347 injection Methods 0.000 description 4
- 239000007924 injection Substances 0.000 description 4
- 230000004308 accommodation Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B13/00—Irrigation ditches, i.e. gravity flow, open channel water distribution systems
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
- E21D11/383—Waterproofing; Heat insulating; Soundproofing; Electric insulating by applying waterproof flexible sheets; Means for fixing the sheets to the tunnel or cavity wall
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Paleontology (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Sewage (AREA)
Abstract
본 발명은, 내부에 공동구가 형성된 박스형상을 가지며 상호 맞대기 접촉되도록 결합되는 복수의 암거유니트를 갖는 암거설비에 관한 것으로서, 상기 암거유니트의 하측에 상기 공동구의 길이방향을 따라 하향돌출형성된 돌출턱과; 상호 맞대기 접촉된 양 암거유니트의 접촉단부영역을 공동으로 지지하기 위해 상기 양 암거유니트의 하측에 배치되어 상기 돌출턱을 수용하는 함몰부를 갖는 지지부재와; 상기 암거유니트와 상기 지지부재 사이에 개재되는 방수부재를 포함하는 것을 특징으로 한다. 이에 의하여, 암거유니트내로 유입되는 습기 및 수분을 효과적으로 차단할 수 있다.The present invention relates to a culvert installation having a plurality of culvert units coupled to the butt contact with a box shape having a cavity formed therein, and a protruding jaw downwardly protruding in the longitudinal direction of the cavities under the culvert unit; ; A support member having a depression for receiving the protruding jaw disposed below the two culvert units so as to jointly support the contact end regions of the two culvert units in contact with each other; And a waterproof member interposed between the culvert unit and the support member. As a result, moisture and moisture introduced into the culvert unit can be effectively blocked.
Description
본 발명은, 암거설비에 관한 것으로서, 보다 상세하게는, 암거유니트내로 유입되는 습기 및 수분을 효과적으로 차단할 수 있도록 한 암거설비에 관한 것이다.The present invention relates to a culvert installation, and more particularly, to a culvert installation that can effectively block the moisture and moisture flowing into the culvert unit.
암거는 우수·오수 및 농공업용수 등의 수로를 형성하거나, 인도 및 차도 등의 통행로를 만드는데 사용되는 한편, 전기통신 및 온·냉관로 등의 매설을 위한 지하공동구의 제작 및 농수산물의 저장창고 등의 제작 등에 다양하게 사용되고 있다.Culverts are used to form waterways of stormwater, sewage and agricultural industry, or to create passageways such as sidewalks and driveways, while underground underground areas for laying telecommunications, hot and cold pipelines, and storage of agricultural and marine products. It is widely used for production.
이러한 암거는 내부에 공동구가 형성된 박스형상의 암거유니트를 공장에서 대량으로 미리 제작하고, 현장에서 필요에 따라 암거 유니트를 공동구가 상호 연통되도록 맞대기 접촉결합하여 소정의 통로를 형성하도록 한 암거가 널리 사용되고 있다.These culverts are widely used in the factory to manufacture a large number of box-shaped culvert units with cavity inside therein, and to form a predetermined passage by butt-contacting the culvert units to communicate with each other as needed in the field. have.
그런데, 이러한 종래의 암거설비에 있어서는, 상호 맞대기 접촉되는 결합영역이 상호 어긋나지 않도록 지지하는 것이 용이하지 않다. 또한, 설치영역의 지반이 전반적으로 또는 부분적으로 무르게 될 경우, 별도의 지반강화공사 등의 조치가 요구되어 설치가 용이하지 않을 뿐만 아니라, 시공기간이 연장될 수 있다는 문제점이 있다. 그리고 사용기간이 경과됨에 따라 지반의 융기 및 침하와, 측방에서 작용하는 외력에 기인하여 접합영역의 기밀의 지속적 유지가 곤란할 수 있으며, 외부로부터 수압에 의해 암거설비내로 습기나 수분이 침투할 경우 공동구로서의 역할이 저하되는 문제점이 있다.By the way, in such a conventional culvert installation, it is not easy to support so that the engagement area which may mutually contact butt mutually may not mutually shift. In addition, when the ground of the installation area becomes totally or partially softened, there is a problem in that it is not easy to install because of additional ground reinforcement work and the like, and the construction period may be extended. As the period of use elapses, it is difficult to maintain the tightness of the junction area due to the elevation and settlement of the ground and external forces acting on the side, and if the moisture or moisture penetrates into the culvert system by water pressure from the outside, There is a problem that the role as.
따라서, 본 발명의 목적은, 암거유니트내로 유입되는 습기 및 수분을 효과적으로 차단할 수 있는 암거설비를 제공하는 것이다.Accordingly, it is an object of the present invention to provide a culvert facility capable of effectively blocking moisture and moisture introduced into the culvert unit.
제1도는 본 발명에 따른 암거설비의 분해 사시도,1 is an exploded perspective view of the culvert according to the present invention,
제2도는 제1도의 결합상태의 정면도이다.2 is a front view of the coupled state of FIG.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 암거유니트 3 : 공동구1: culvert unit 3: cavity ball
5 : 그라우팅 충전부 7 : 그라우팅주입홈5: grouting charging part 7: grouting injection groove
9 : 체결고리 11 : 연결바아9: fastening ring 11: connecting bar
13 : 케이블수용공 15 : 지지부재13: cable accommodation 15: support member
21 : 방수시트21: waterproof sheet
상기 목적은, 본 발명에 따라, 내부에 공동구가 형성된 박스형상을 가지며 상호 맞대기 접촉되도록 결합되는 복수의 암거유니트를 갖는 암거설비에 있어서, 상기 암거유니트의 하측에 상기 공동구의 길이방향을 따라 하향돌출형성된 돌출턱과; 상호 맞대기 접촉된 양 암거유니트의 접촉단부영역을 공동으로 지지하기 위해 상기 양 암거유니트의 하측에 배치되어 상기 돌출턱을 수용하는 함몰부를 갖는 지지부재와; 상기 암거유니트와 상기 지지부재 사이에 개재되는 방수부재를 포함하는 것을 특징으로 하는 암거설비에 의해 달성된다.According to the present invention, in the culvert installation having a plurality of culvert units that are coupled to butt contact with each other, having a box shape with a cavity formed therein, downward projection along the longitudinal direction of the cavities in the lower side of the culvert unit A formed projection jaw; A support member having a depression for receiving the protruding jaw disposed below the two culvert units so as to jointly support the contact end regions of the two culvert units in contact with each other; It is achieved by a culvert installation comprising a waterproof member interposed between the culvert unit and the support member.
이하에서는 첨부도면을 참조하여 본 발명에 대해 상세히 설명한다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.
도 1은 본 발명에 따른 암거설비의 분해 사시도이며, 도 2는 도 1의 결합상태의 정면도이다. 이들 도면에 도시된 바와 같이, 본 고안에 따른 암거설비는, 내부에 공동구(3)가 형성된 복수의 암거유니트(1)를 가지며, 이들 암거유니트(1)는 공동구(3)가 상호 연통되도록 배치되어 있다.1 is an exploded perspective view of a culvert installation according to the present invention, Figure 2 is a front view of the coupled state of FIG. As shown in these figures, the culvert installation according to the present invention has a plurality of culvert units 1 having a cavity 3 formed therein, and these culvert units 1 are arranged such that the cavity 3 is in communication with each other. It is.
각 암거유니트(1)의 양측단부에는 상호 맞대기 접촉되어 그라우트가 충전될 수 있도록 각 단부면으로부터 함몰된 그라우팅충전부(5)가 형성되어 있다. 각 암거유니트(1)의 상판부에는 그라우팅충전부(5)와 연통되어 그라우트를 주입할 수 있도록 복수의 그라우팅주입홈(7)이 형성되어 있으며, 양 측벽부의 단부면에 형성된 그라우팅충전부(5)내에는 저부면으로부터 돌출된 복수의 체결고리(9)가 상하방향을 따라 형성되어 있다.Grouting filling portions 5 recessed from each end face are formed at both end portions of each culvert unit 1 in contact with each other to allow grout to be filled. The upper plate of each culvert unit 1 is formed with a plurality of grouting injection grooves 7 to communicate with the grouting filling part 5 to inject the grout, and in the grouting filling part 5 formed at the end faces of both side wall portions. A plurality of fastening rings 9 protruding from the bottom face are formed along the vertical direction.
이들 체결고리(9)는 상호 인접한 암거유니트(1)로부터 돌출된 체결고리(9)와 소정의 높이차를 두고 어긋나도록 설치되어 있으며, 이들 체결고리(9)에는 연결바아(11)가 관통삽입되어 있다.These fastening rings 9 are provided so as to deviate from the fastening ring 9 which protrudes from mutually adjacent culvert unit 1 by predetermined height difference, and the connection bar 11 is inserted through these fastening rings 9 by the penetration ring. It is.
또한, 각 그라우팅충전부(5)내의 모서리영역에는 그라우팅충전부(5)의 저부면으로부터 타측에 형성된 그라우팅충전부(5)의 저부면으로 관통된 케이블수용공(13)이 각각 형성되어 있다. 각 케이블수용공(13)에는 상호 맞대기 접촉되도록 결합된 암거유니트(1)를 관통하여 케이블(미도시)이 삽입되어 있다.In addition, the cable receiving hole 13 which penetrates into the bottom surface of the grouting filling part 5 formed in the other side from the bottom surface of the grouting filling part 5 is formed in the edge area | region in each grouting filling part 5, respectively. A cable (not shown) is inserted into each of the cable accommodation holes 13 through the culvert unit 1 coupled to be in butt contact with each other.
한편, 각 암거유니트(1)의 접촉영역의 하부에는 거의 직사각판상의 지지부재(15)가 설치되어 있다. 지지부재(15)의 상부중앙영역에는 설치될 공동구(3)의 길이방향을 따라 판면으로부터 함몰된 함몰부(17)가 형성되어 있으며, 함몰부(17)의 양측 내벽은 하향경사각을 가지도록 형성되어 있다. 함몰부(17)에 대응하여 각 암거유니트(1)의 하측에는 공동구(3)의 길이방향을 따라 하향돌출된 돌출턱(19)이 형성되어 있으며, 돌출턱(19)의 양측벽부는 함몰부(17)에 용이하게 수용될 수 있도록 하향경사각을 가진다.On the other hand, the support member 15 of a substantially rectangular plate is provided in the lower part of the contact area of each culvert unit 1. In the upper central region of the support member 15, depressions 17 recessed from the plate surface are formed along the longitudinal direction of the cavity 3 to be installed, and both inner walls of the depressions 17 are formed to have a downward inclination angle. It is. Corresponding to the recessed portion 17, the lower side of each culvert unit 1 is formed with protruding jaws 19 protruding downward along the longitudinal direction of the cavity (3), both side wall portions of the protruding jaw 19 It has a downward inclination angle so as to be easily accommodated in (17).
또한, 지지부재(15)와 암거유니트(1) 사이 및 암거유니트(1)의 양측 맞대기 접촉에는 일측에 접착제가 도포된 방수시트(21)가 개재되어 있다.In addition, both sides of the butt contact between the support member 15 and the culvert unit 1 and the culvert unit 1 are provided with a waterproof sheet 21 coated with an adhesive on one side.
이상과 같은 구성에 의하여, 지지부재(15)를 설치될 공동구(3)의 길이방향을 따라 설치바닥면에 상호 이격배치한 다음, 지지부재(15)의 상측에 방수시트(21)를 마련한다.According to the above configuration, the support member 15 is spaced apart from each other on the installation bottom along the longitudinal direction of the cavity 3 to be installed, and then the waterproof sheet 21 is provided on the upper side of the support member 15. .
암거유니트(1)의 돌출턱(19)이 지지부재(15)의 함몰부(17)상에 위치되도록 하여 지지부재(15)와 암거유니트(1)를 맞물림 결합시킨다. 이렇게, 각 암거유니트(1)를 순차적으로 지지부재(15)상에 위치결합되도록 한 다음, 연결바아(11)를 그라우팅주입홈(7)에 삽입하여 각 암거유니트(1)에 형성된 고리부재 사이를 관통결합한다. 각 암거유니트(1)의 모서리영역에 형성된 케이블수용공(13)에 케이블을 삽입하여 각 암거유니트(1)를 밀착시킨 다음, 상판부에 형성된 그라우팅주입홈(7)을 통해 그라우팅충전부(5)에 그라우트를 주입하여 각 암거유니트(1)를 결속시킨다. 암거유니트(1)가 그라우트에 의해 결속되면, 암거유니트(1)와 지지부재(15) 사이에 개재된 방수시트(21)를 암거유니트(1)의 양측벽까지 연장되도록하여 각 암거유니트(1)의 맞대기 접촉영역에 부착시킨다.The protruding jaw 19 of the culvert unit 1 is positioned on the recessed part 17 of the supporting member 15 so as to engage and engage the supporting member 15 and the culvert unit 1. As such, each culvert unit 1 is sequentially positioned on the support member 15, and then the connecting bar 11 is inserted into the grouting injection groove 7 between the loop members formed in each culvert unit 1. Penetrate through. The cable is inserted into the cable receiving hole 13 formed at the corner region of each culvert unit 1 to closely adhere each culvert unit 1, and then to the grouting filling part 5 through the grouting injection groove 7 formed in the upper plate. Each grout unit 1 is bound by injecting grout. When the culvert unit 1 is bound by the grout, each culvert unit 1 is extended so that the waterproof sheet 21 interposed between the culvert unit 1 and the support member 15 extends to both side walls of the culvert unit 1. ) Butt contact area.
이와 같이, 각 암거유니트의 하부에 지지부재를 마련하여 암거유니트를 용이하게 정렬시킬 수 있을 뿐만 아니라 암거유니트의 맞대기 접촉영역에 방수시트를 부착하여 암거유니트의 외부로부터 공동구로 유입되는 습기 및 수분을 효과적으로 차단할 수 있다.In this way, a supporting member is provided at the bottom of each culvert unit to easily align the culvert units, and a waterproof sheet is attached to the butt contact area of the culvert unit to prevent moisture and moisture introduced into the cavity from the culvert unit. Can be effectively blocked.
이상에서 설명한 바와 같이, 본 발명에 따르면, 암거유니트내로 유입되는 습기 및 수분을 효과적으로 차단할 수 있는 암거설비가 제공된다.As described above, according to the present invention, a culvert facility capable of effectively blocking moisture and moisture introduced into the culvert unit is provided.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR1019980031447A KR100293688B1 (en) | 1998-08-01 | 1998-08-01 | Culvert |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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KR1019980031447A KR100293688B1 (en) | 1998-08-01 | 1998-08-01 | Culvert |
Publications (2)
Publication Number | Publication Date |
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KR20000012888A KR20000012888A (en) | 2000-03-06 |
KR100293688B1 true KR100293688B1 (en) | 2001-09-17 |
Family
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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KR1019980031447A KR100293688B1 (en) | 1998-08-01 | 1998-08-01 | Culvert |
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Cited By (1)
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KR101506782B1 (en) * | 2013-04-09 | 2015-03-27 | 장영미 | In-Site Molding Apparatus for manufacturing In-site Concrete Culverts with assembled Partial Precast Concrete |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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KR101526461B1 (en) * | 2014-05-16 | 2015-06-05 | 우백건설 주식회사 | Functional precast concrete culvert |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1088651A (en) * | 1996-09-12 | 1998-04-07 | Kin Kitsuji | Waterway body, cover and waterway structure |
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1998
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Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1088651A (en) * | 1996-09-12 | 1998-04-07 | Kin Kitsuji | Waterway body, cover and waterway structure |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101506782B1 (en) * | 2013-04-09 | 2015-03-27 | 장영미 | In-Site Molding Apparatus for manufacturing In-site Concrete Culverts with assembled Partial Precast Concrete |
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KR20000012888A (en) | 2000-03-06 |
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